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HomeMy WebLinkAbout6.1-1717CITY STANDARDS C1 --Y 0� 3A,.,< s D DEPARTMENT of PUBUIC WORKS PAVEMENT RECONSTRUCT/ON ON WH/TE LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 ''-', S; -Z, 5'-7, ''-9, 5;-12, ST -14, S' -z, FEDERAL PROJECT NO. STPL 5109 (746) STATE STANDARDS A20A, A20B, A20C, A20D, A24A, A24D, A24E, A88A PROJECT OCATION CONVENTIONAL SYMBOLS EA SEMEN T LIST OF DRAWINGS ---- RIGH T— OF— WA Y SHEET 1 TITLE SHEET CEN TERL INE SHEET 2-3 DETAILS SHEET/CROSS SECTIONS RAILROAD TRACKS SHEET 4-5 PAVEMENT RECONSTRUCTION ON WHITE LANE CHAIN LINK FENCE SHEET 6 WHITE LANE PHASING DETAILS SYMBOLS SHEET 7-77 WHITE LANE PHASING PLAN CITY STANDARDS C1 --Y 0� 3A,.,< s D DEPARTMENT of PUBUIC WORKS PAVEMENT RECONSTRUCT/ON ON WH/TE LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 ''-', S; -Z, 5'-7, ''-9, 5;-12, ST -14, S' -z, FEDERAL PROJECT NO. STPL 5109 (746) STATE STANDARDS A20A, A20B, A20C, A20D, A24A, A24D, A24E, A88A PROJECT OCATION CONVENTIONAL SYMBOLS M. ®" MANHOLE oc�H FIRE HYDRANT P.-wP P O WER POLE E W.M. WATER METER W.V. ® EXISTING MONUMEN T >< WATER VALVE ❑e G.M. FUTURE MONUMENT ® GA S ME TER S.3: L S TREE T LIGHT N V GAS VAL VE 0-� STREET LIGHT W/MAST ARM -q} BENCHMARK C.O. 0 CLEAN OUT f AUiO SCOPE �j- MAILBOX O PRE-EMPTION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES ROAD WAY EXCA VA TION EA SEMEN T -:-:::::---::::---:--:-::--:-::-----:-----......------------------ EXIST CURB & GU T TER -------- --- ---- RIGH T— OF— WA Y ------- — EXIS T. A. C. FL 0 WL INE ----------------------------- -------------------- CEN TERL INE 21 (PAINT) EXIST. EDGE OF PA VEMEN i STRIPING, DETAIL RAILROAD TRACKS n n GUARD RAIL x CHAIN LINK FENCE STRIPING, DETAIL IMPRO VEMEN TS TRAFFIC UTILITY SYMBOLS TRAFFIC W EXIS T WA TER LINE s EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE M. ®" MANHOLE oc�H FIRE HYDRANT P.-wP P O WER POLE E W.M. WATER METER W.V. ® EXISTING MONUMEN T >< WATER VALVE ❑e G.M. FUTURE MONUMENT ® GA S ME TER S.3: L S TREE T LIGHT N V GAS VAL VE 0-� STREET LIGHT W/MAST ARM -q} BENCHMARK C.O. 0 CLEAN OUT f AUiO SCOPE �j- MAILBOX O PRE-EMPTION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES ROAD WAY EXCA VA TION CY TRAFFIC STRIPING, SOLID LINE (4') (PAINT) TRAFFIC STRIPING, DETAIL 9 (PAINT) TRAFFIC STRIPING, DETAIL 21 (PAINT) TRAFFIC STRIPING, DETAIL 31 (PAINT) TRAFFIC STRIPING, DETAIL 38 (PAINT) TRAFFIC STRIPING, DETAIL 39 (PAINT) TRAFFIC STRIPING, DETAIL 39A (PAINT) TRAFFIC STRIPING, DETAIL 40 (PAINT) PEDESTRIAN CROSSWALK/STOP BAR (PAINT) PA VEMEN T MARKINGS (WHITE PAINT) PA VEMEN T MARKERS, 'TYPE D ' 20, 873 CY 288 LF 19,393 LF 102 LF 246 LF 2,983 LF 8,216 LF 900 LF 467 LF 1, 795 SOFT 1,107 SOFT 15 EA STATE OF CALIFORNIA NO TE.- THE E:THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS A NO TE.- THE E:THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH QRpFESS/ONq DF -AN W m C 46803 * Exp. 6-30-09 / V I OF CALF 61/-1717 1.0 MILES APPROVED BY. Z5� RA M. ROJAS, R.C.E.. 39800, EXPIRES 12-31-09 DA PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTOR ft CIVIL ENGINEER IV,----94SIGN ENGINEERING TRAFFIC ENGINEER Job No.: T9K110 PAVEMENT RECONSTRUCTION ON WHITE LANE File Path: K: \LDD—ENGINEERING\T9K110—RECON WHITE LN\dwg GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 File Name: T91<110—RECON WHITE LN.dwg ATE DATE l f yL4 /DC DATE NO 1 OF 11 SHEETS 0 1 2 3 0 0 0 N 0 0 N LZ 0 0 w Z Q 0 0 0 LL U) 0 W z Q J Z 0 z 0 0 V W BIKE LANE WIDTHS— UNLESS NOTED OTHERWISE.'/ 5' WIDE AT CURB AND GUTTER J 4' A T CURB ONLY / BEGIN DETAIL 39 AT ECR W/ PAVEMENT MARKING f TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT M/D—ARC POINTS OF THE CURB RETURNS 7 END DETAIL 39 AT BCR WHEN UC /L — 39A IS NOT SHOWN ON PLAN — — — — — END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN TERMINATE ALL LANE LINES ON 200' f A LINE CONNECTING THE MID—ARC AL TERNA TE L OCA TION TO BE USED WHEN THE SIDEWALK EXTENDS FROM THE CURB TO THE PROPERTY LINE, PARTICULARLY /N COMMERCIAL AREAS A MINIMUM OF 4' (1.2m) CLEARANCE /S REQUIRED FROM BACK OF SIDEWALK TO EDGE OF SIGN POST. POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITH NO STOP BARS NOT TO SCALE TOP OF PIPE W/ THIN I" BEL OW TOP OF SIGN TYPE B.S.S. 2" (5.lcm) GAL VAN/ZED STEEL PIPE AS PER AMER/CAN FENCE CO. 6 2'0" 6" (150mm) BACK OF SIDEWALK 6x%4 0 (150mm x 6mm) ROD OR BOLT CAST INTO i I I III 18 (450mmJ CONCRETE I �L� CLASS B" P.C.C. LJ WHEN PLACED IN EX/STING SIDEWALK, 8"(200mm) MIN SIDEWALK SHALL BE CORE DRILLED. SIGN PANEL REFLECTIVITY GRADES STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- HIGH INTENSITY GRADE ROD OR BOL T MOUNTING REQUIREMENTS DRILLED HOLE SIGN PANELS SHALL BE MOUNTED WITH HAWK/NS M2G SER/ES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. SIGNS MOUNTED ON SIGNAL OR OTHER POLES SHALL BE ATTACHED WITH STAINLESS STEEL _ STRAPS AND HAWK/NS M2G SER/ES BOL T AND VANDAL PROOF NUT ASSEMBL Y OR APPROVED EQUAL BY ENGINEER. HOLES NOT TO EXCEED 1/16" DIA. OF BOL T DIAMETER. TYPICAL SIGN POST DETAIL NOT TO SCALE Z J THRU BOL T DETAIL QRpFESS;ON ��� DEAN a / A<; 6" (PER MUTCD 2003 CALIFORNIA REGISTERED COWL- ENGI EE 'Lj C 46803 *���.___ �' ■ SUPPLEMENT FIGURE 3B-102) * Exp. 6-30-09 iT CITY OF BAKERSFIELD �I 1501 TRUXTUN A VENUE qTF OFF I FIRE HYDRANT BAKERSFIELD, CA 93307CAS REVISIONS ■ TRAFFIC FL 0W — _ 1- MARKER PER LANE No. DA TE DESCRIP TION TRAFFIC FLOW Ni 3 / / FIRE HYDRANT MARKER LOCATIONS N07 70 SCALE EXISTING A C SURFACE L IMI TS OF EXCA VA TI ON WILL VARY BETWEEN 0.62' FINISHED 1.0' TO 1.30' (TYP) EXPOSED CURB I I'• TYPE "A" A ° d TYPE "B " A. C. 0.35 ' EXISTING CURB EXPOSURE 0.62' FINISHED EXI S TING A C SURFA CE �/ TS OF EXCA VA TION 11LL VARY BETWEEN '.0' TO 1.30' (TYP) DETAIL A -FULL DEPTH MEDIAN ISLAND CURB DETAIL MEDIAN ISLAND CURB DETAIL N. TS. TYPE "A" A. C. l_YPE "B" A.C. X471 A SSUMED EXIS TING , TACK—ON MED/AN 0.62 FINISHED EXISTING AC SURFACE 0 2' EXISTING AC SURFACE EXPOSED CURB L l Ml TS OF EXCA VA TION W 1.75' L I MI TS OF EXCA VA TION WILL VARY BETWEEN oWILL VARY BETWEEN __ _ _ _ _ _ , Y 2.5 1.0' TO 1.30' (Tv1.1-D'l 0.62 FINISHED 1.0 TO 1.30 (TYP) EXPOSED CURB 0 PA CEMENT MARKING (WHITE) 2 " 2' J tzl� IAN TYPE "A" A.C. TYPE "A" A.C. o PA CEMENT MARKINGS (WHITE) PER STANDARD TYPE "B " A. C. PLAN A24D TYPE B» A.C. SK KDETAIL J9 DETAIL B -TACK -ON MEDIAN ISLAND CURB DETAIL z MEDIAN ISLAND CURB DETAIL N. T S. BIKE LANE PAVEMENT MARKING DETAIL W NOT TO SCALE I /7/7 o J _- File Name: WHITE LANE -RECO Drawn: N.GREWAL PAVEMENT RECONSTRUCTION ON WHITE LANE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL SHEET N0. Date: 04-08-09 Checked By. GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 -DETAIL SHEET 2 OF I I 0 1 2 3 0 1 2 3 1" FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON WHITE LANE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. COLDPLANE IN AREAS INDICATED H+H+H ON THE PLANS. CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE '': �'' `: '•n'' ='' 4 IN THE "CONSTRUCTION NOTES". INSTALL 6' x 50' TYPE "C" LOOP Q INSTALL TYPE "E" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 ,- {1'H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 ffV. WATER VALVE TO BE ADJUSTED BY OTHERS STRIP/NG NOTES O1 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 02 INSTALL TYPE IV ARROWS O3 INSTALL "BIKE LANE" AND ARROW MARKINGS 4o INSTALL i DETAIL 9 (PAINT) O5 INSTALL DETAIL 21 (PAINT) OINSTALL DETAIL 31 (PAINT) O7 INSTALL DETAIL 38 (PAINT) 08 INSTALL DETAIL 39 (PAINT) 09 INSTALL SOLID STRIPE (PAINT) 10 INSTALL DETAIL 39A (PAINT) 11 INSTALL DETAIL 40 (PAINT) 1" FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON WHITE LANE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. COLDPLANE IN AREAS INDICATED H+H+H ON THE PLANS. CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE '': �'' `: '•n'' ='' 4 IN THE "CONSTRUCTION NOTES". INSTALL 6' x 50' TYPE "C" LOOP Q INSTALL TYPE "E" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 ,- {1'H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 ffV. WATER VALVE TO BE ADJUSTED BY OTHERS QRpFESSION VEAN REGISTERED ENGINEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF CIVIL BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE I DESCRIP TION 171 / / 271 / / 371 / / ®V GAS VALVE TO BE ADJUSTED BY OTHERS CONSTRUCT/ON NOTES F1 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORATE THE INFORMATION EIINSTALL FIRE HYDRANT MARKERS ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND DETOUR PLANS SUBMITTED FOR REVIEW AND AS SHOWN ON PLANS. ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC �3 ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VALVE BOXES AND CONCRETE WITH THE CURRENT 'VUTCD" PADS EFFECTED BY FULL DEPTH RECONSTRUCTION Fj CONTRACTOR'S LIMI TS OF PA VING OPERA TIONS A T THE z SHALL BE LOWERED TO NEW FINISH GRADE. INTERSECTION OF WHITE LANE AND GOSFORD ROAD ❑4 CONSTRUCT ACCESS RAMPS & ADJACENT CURB SHALL EXTEND TO THE LANE LINE BETWEEN THE NUMBER 2 & 3 LANES ON SOUTHBOUND GOSFORD ROAD. & GUTTER PER CAL TRANS STANDARD PLAN A88A, CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06 ® CONTRACTOR'S LIMI TS OF PA VING OPERA TIONS A T THE E TYPE E LOOPS SHALL BE PLACED 405' BACK OF INTERSECTION OF WHITE LANE AND ASHE ROAD SHALL BE A 5' TYPICAL AROUND THE CURB RETURNS. LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOWUNE SHALL BE F A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. 18 DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON THE PLANS. 3 SQF .- QRpFESSION VEAN REGISTERED ENGINEER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF CIVIL BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE I DESCRIP TION 171 / / 271 / / 371 / / ®V GAS VALVE TO BE ADJUSTED BY OTHERS MINE 0 0 O Ln t. 1 Ht G N I MAGJ UM J. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MAY 2006. BRIDGE APPROACH \.LAB aQinrr- YLCANAL R/W UK/ VL WA r SCALE. W z Z U File Nome: T9K110-RECON WHITE L N Drown: N.GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9KI10 Engineer: N.GREWAL Date: 04-08-2009 Checked By. GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009= CONSTRUCTION PLANS 4 OF 11 0 1 2 3 z Urw 4WH 7 160 LF TE LANE W 4 F 18 3 SQF .- 8 381 LF 4 637 LF 4 637 LF 8 213 LF 4 312 LF C o w O _ _ 9 �� --- ------ _ _ 3 18 SOF - - 10 100 LF DRIVE WAY Ln O 4 F. ____-__ 6 L _ _ �} I 4 F _ __ 4 312 LF pq , + _ i ' 2 x 1j0 MINE 0 0 O Ln t. 1 Ht G N I MAGJ UM J. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MAY 2006. BRIDGE APPROACH \.LAB aQinrr- YLCANAL R/W UK/ VL WA r SCALE. W z Z U File Nome: T9K110-RECON WHITE L N Drown: N.GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9KI10 Engineer: N.GREWAL Date: 04-08-2009 Checked By. GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009= CONSTRUCTION PLANS 4 OF 11 0 1 2 3 J Q w ry 0 n 0 Q Z m 0 w 0 J T) 0 5 Ln N d' d - N 0 0 N a Q a C_ 0 C7 z J w z 0 W ry 0 Y i a i z J w _ z 0 U w ry I c i c: z Cr w z z L.L. I C C i 0 0 I� n/ u J T/ G LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON THE PLANS I TION U W D 0 0 W LEGEND REGIS TERE QROFESS/() O E A �l F2 Cl) w Q G' m cr_ C 46803 ;;a * Exp. 6-30-09 * CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C���� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 'M/ TS OF I VING OPERATION LOUISVILLE DR GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR L OCA TING U TIL / TIES /N THE FIEL D IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MA Y 2006. yzzzFULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON WHITE LANE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. COLDPLANE IN AREAS INDICATED H + H --}-- H ON THE PLANS. CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE _ 4 IN THE "CONSTRUCTION NOTES". INSTALL 6' x 50' TYPE "C" LOOP QINSTALL_ TYPE "E" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 1•H• ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 ffV. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY OTHERS SCALE: "=40' 6,1- 1717 File Nome: T9K110—RECON WHITE L N Drawn: N.GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: 04-08-2009 Checked By. GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009 PLANS 5 OF 11 0 1 2 3 CONSTRUCT/ON NOTES ❑1 STRIPING NOTES O1 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS O INSTALL "BIKE LANE" AND .ARROW MARKINGS. O INSTALL DETAIL 9 (PAINT) O INSTALL DETAIL 21 (PAINT) OINSTALL DETAIL 31 (PAINT) O7 INSTALL DETAIL 38 (PAINT) 08 INSTALL DETAIL 39 (PAINT) O INSTALL SOLID STRIPE (PAINT) 10 INSTALL DETAIL 39A (PAINT) GINSTALL & GUTTER PER CAL TRANS STANDARD PLAN A88A, DETAIL 40 (PAINT) CASE A. CONCRETE FINISHES SHALL FOLLOW LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON THE PLANS I TION U W D 0 0 W LEGEND REGIS TERE QROFESS/() O E A �l F2 Cl) w Q G' m cr_ C 46803 ;;a * Exp. 6-30-09 * CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C���� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 'M/ TS OF I VING OPERATION LOUISVILLE DR GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR L OCA TING U TIL / TIES /N THE FIEL D IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MA Y 2006. yzzzFULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON WHITE LANE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. COLDPLANE IN AREAS INDICATED H + H --}-- H ON THE PLANS. CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE _ 4 IN THE "CONSTRUCTION NOTES". INSTALL 6' x 50' TYPE "C" LOOP QINSTALL_ TYPE "E" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 1•H• ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 ffV. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY OTHERS SCALE: "=40' 6,1- 1717 File Nome: T9K110—RECON WHITE L N Drawn: N.GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: 04-08-2009 Checked By. GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009 PLANS 5 OF 11 0 1 2 3 CONSTRUCT/ON NOTES ❑1 MANHOLE TO BE ADJUSTED BY OTHERS EE] CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL F21 INSTALL FIRE HYDRANT MARKERS AND DETOUR PLANS SUBMITTED FOR REVIEW AND AS SHOWN ON PLANS. ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC Fil ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VALVE BOXES AND CONCRETE WITH THE CURRENT MUTCD PADS EFFECTED BY FULL DEPTH RECONSTRUCTION a CONTRACTOR'S L TS OF PA VING OPERA TIONS A T THE SHALL BE LOWERED TO NEW FINISH GRADE. INTERSECTION OF WHITE LANE AND GOSFORD ROAD SHALL EXTEND TO THE LANE LINE BETWEEN THE NUMBER F41 CONSTRUCT ACCESS RAMPS & ADJACENT CURB 2 & J LANES ON SOUTHBOUND GOSFORD ROAD. & GUTTER PER CAL TRANS STANDARD PLAN A88A, CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA TIONS 73-1.06 ® CONTRACTOR'S LIMI TS OF PA VING OPERA TIONS A T THE INTERSECTION OF WHITE LANE AND ASHE ROAD SHALL a5 TYPE E LOOPS SHALL BE PLACED 405' BACK OF BE A 5' TYPICAL AROUND THE CURB RETURNS. LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOKINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON THE PLANS I TION U W D 0 0 W LEGEND REGIS TERE QROFESS/() O E A �l F2 Cl) w Q G' m cr_ C 46803 ;;a * Exp. 6-30-09 * CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C���� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 'M/ TS OF I VING OPERATION LOUISVILLE DR GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR L OCA TING U TIL / TIES /N THE FIEL D IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MA Y 2006. yzzzFULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON WHITE LANE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. COLDPLANE IN AREAS INDICATED H + H --}-- H ON THE PLANS. CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE _ 4 IN THE "CONSTRUCTION NOTES". INSTALL 6' x 50' TYPE "C" LOOP QINSTALL_ TYPE "E" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 1•H• ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 ffV. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY OTHERS SCALE: "=40' 6,1- 1717 File Nome: T9K110—RECON WHITE L N Drawn: N.GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: 04-08-2009 Checked By. GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009 PLANS 5 OF 11 0 1 2 3 W J Q v O z Lu J Q v I SEE STREET PLANS FOR PAVING L IMI TS WHITE LANE CONS TR UC T/ON PHASING SEE PLANS FOR LOCATIONS PHASE No. 3 12' MINIMUM TRA VEL LANE EXISTING No. 1 LANE NOT TO SCALE PHASE No. I & 3 S TA GGERED PA VEMENT S TA GING NOT TO SCALE SEE STREET PLANS FOR PAVING LIMITS WH/TE LANE CONS TR UC T/ON PHASING SEE PLANS FOR L OCA T/ONS NO T TO SCAL E FINAL 0.20' PA VEMEN T LIFT— WID TH VARIFS PAI/EMENT JOINTS SHALL BE ON LANE LINES FINAL PA VEMENT S TA GE NOT TO SCALE PHASE No.4 12' MINIMUM TRA VEL_ /A NF FOUR TH 0.20' LIFT - WID TH VARIES THIRD 0.20' LIFT - WIDTH VARIES SECOND 0.20' LIFT - WID TH VARIES FIRST 0.20' LIFT - WID TH VARIES PHASE No. 2 & 4 S TA GGERED PA VEMENT S TA GING NO T TO SCAL E File Nome: WHITE LANE -RECO Drawn: N. GREWAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEE T No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: 04-08-09 Checked By i _ GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009- PHASING DETAILS n OF 17 1 2 3 J Q LL] Iz O m Q Z m 0 IJ I -- I- 0 J n Ln O 0) z J W I- Z O U w I 0 Y O F- / z J W H 2 z O U w m 0 Y 0 z ry w w z' 0 z w I C) J / 04 �y C H I TE L A N -E — - r—�-- °° z� oo 25+ 00 O - _ __ — _ '- -- 00 O HE -000 �' 3+ i - z U Q O O -�----------- ...................... a C-7 ' 1 F�NA� IN BACK LA I 4E 11 LILY DR 0+00 j T) u J - - - - - - - - - - - - - - - - - - 1.00 U --- - Q EXIC LI DR 7 I CITY OF BAKERSFIELD, CALIFORNIA OOESS/INV OEAN R F A<co REGISTERED Cf44-L NGIN E 0:: C 46803 .� Exp. 6-30-09 CITY OF BAKERSFIELD �P 1501 TRUX TUN AVENUE CIVIL BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCR/P TION ■ SCALE: 1 "=60, 2 / / 3 / / 47 O O - - _ - - - - O LO — 47WW ------- s�00- — W I fu [2� Q SHELBY LOOP I LOUISVILLE DR O L J 5.q+00 60"0- 6Urft - - -- - - - - - -moi-----------------------�..�■■■■■■l����■■ �■ ■■■■�■■■■■■■■■■■■■■����� PUBLIC WORKS DEPARTMENT PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 5 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION I I I I PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. File Nome: T9KI10-RECON WHITE L N Drawn: N. GRE WAL Job No.: T9K120 Engineer: N. GREWAL Dote: Apr. 11, 09 Checked By: KIi r'n PHASING PLAN—PHASE 1 PA VEMENT RECONSTRUCTION ON WHITE LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 PHASING PLAN / 7 SHEE T NO. 7 OF II 0 1 2 3 TRAFFIC CONTROL PHASING NOTES 1❑ ALL TRAFFIC STRIP/NG AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCD" 21 CONTRACTOR SHALL AL TERNA TE THE CLOSURE OF THESE DRI V£WA Y ENTRANCES DURING THE CON TRUCTION OF EACH RESPECTIVE PHASE. 30 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. 50 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY, File Nome: T9KI10-RECON WHITE L N Drawn: N. GRE WAL Job No.: T9K120 Engineer: N. GREWAL Dote: Apr. 11, 09 Checked By: KIi r'n PHASING PLAN—PHASE 1 PA VEMENT RECONSTRUCTION ON WHITE LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 PHASING PLAN / 7 SHEE T NO. 7 OF II 0 1 2 3 LO O IZ z J W F_ 2 Z O U w ry O Y O z J W z 0 U w m 0 rn / z Ir w w z 0 z w I 0 J / 0 1' 0 Q 00 0 LL_ 0 0 6110 1�H I TE_ L A NE24+00 L — ___ _ 00 BACK LA E II 1 ON I NA�J L�J�U"J SCALE: 7 "= 60' eRpFESS/ON AN REGIS TE ED CI -WL GIN ER C 46803 ;:u * Exp. 6-30-09 * CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 CF CA1 �F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 471 • • N O O -- -- IO — .................. W z I ,EXICA'LLll DRI 75 O /��— Q 7 ............... ................. -� LL] U — — Q SHELBY LOOP LOUISVILLE DR 0 Ln IF m0i PHASING LEGEND PHASING PLAN -PHASE 21 / l 7 File Nome: T9K110-RECON WHI TE L N Drawn: N. GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9KI10 Engineer: N.GREWAL Date: Apr. 11, 09 Checked By-* GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009- PHASING PLAN 8 OF I I 0 1 2 3 PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 5 CONSTRUCTION (NOTE. SHALL BE CONSTRUCTED CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCO" ❑2 CONTRACTOR SHALL AL TERNATE THE CLOSURE OF THESE DRIVEWAY ENTRANCES DURING THE CONTRUCTION OF EACH RESPECTIVE PHASE. Q3 ON A SATURDAY AND SUNDAY.) k;mPHASE CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, 2 CONSTRUCTION I PHASE 4 CONSTRUCTION 55 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVI TIES ARE PRESENT. ACCESS AREAS PHASE TO BE CLOSED DURING EACH OF THE PROJECT AS SHOWN RESPECTIVE ON THE PLANS. PHASING PLAN -PHASE 21 / l 7 File Nome: T9K110-RECON WHI TE L N Drawn: N. GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9KI10 Engineer: N.GREWAL Date: Apr. 11, 09 Checked By-* GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009- PHASING PLAN 8 OF I I 0 1 2 3 TRAFFIC CONTROL PHASING NOTES: 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCO" ❑2 CONTRACTOR SHALL AL TERNATE THE CLOSURE OF THESE DRIVEWAY ENTRANCES DURING THE CONTRUCTION OF EACH RESPECTIVE PHASE. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 55 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVI TIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. PHASING PLAN -PHASE 21 / l 7 File Nome: T9K110-RECON WHI TE L N Drawn: N. GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9KI10 Engineer: N.GREWAL Date: Apr. 11, 09 Checked By-* GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009- PHASING PLAN 8 OF I I 0 1 2 3 O O + J Q W rlKCD m 0 Q z m 0 w 0 J n L0 O z J w z 0 U W Ir I 0 Y 3 Z J W f— z 0 U w I 0 Y 0 z ry w w z 0 z Li I J / ,. ylrll Q O 00 O Un O 0 4111 If, � � r - 23+00 24+ GLH I TE._L A N E IBAJ LA14E QRpFESS/ON �4c VE -AN QUO W Q� � m REGISTERED 1J�L ENGINE R C 46803 O 1 * Exp. 6-30-09 Q CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qT CSV �� .,..... e l e \ F OF �F O _ ---- ::::: + BAKERSFIELD, CA 93301 CAS e \ � REVISIONS \ QO \ No. DA TE DESCRIP TION ? ?9100 \ \ SCALE: 1 = 60 I I � i N A � VVI 4 / / 1 � �o I O O _ _ _ _ LILY DR - - Z _7z x / _Y < X Z�'_X_ x x O 07-7 + IO_ _ _ _ _ 1+00 L J y� -..... z - - z � U I- Q IEXICILI DR i t - 54+00 — — — W68100 71+00 2 Q W w O O O Ln SHELBY LOOP LOUISVILLE DR O Lo J — — — — Imo+ — - - - PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 5 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. TRAFFIC CONTROL PHASING NOTES 1a U CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY W/TH THE CURRENT "MUTCD" 21 CONTRACTOR SHALL AL TERNA TE THE CLOSURE OF THESE DRI VEWA Y ENTRANCES DURING THE CON TRUCTION OF EACH RESPECTIVE PHASE. Q3 O o OI CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. n ry 73+OC W w O O O Ln SHELBY LOOP LOUISVILLE DR O Lo J — — — — Imo+ — - - - PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 5 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. Q 75 PHASING PLAN -PHASE 3 1 �" I - / 1 1't7 File Nome: T9K110-RECON WHI TE t N Dro wn: N. GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: Apr. 11, 09 Checked By.' � I GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009- PHASING PLAN 9 OF 11 0 1 2 3 TRAFFIC CONTROL PHASING NOTES 1a ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY W/TH THE CURRENT "MUTCD" 21 CONTRACTOR SHALL AL TERNA TE THE CLOSURE OF THESE DRI VEWA Y ENTRANCES DURING THE CON TRUCTION OF EACH RESPECTIVE PHASE. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO ANY PHASE OPERA TIONS ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. 5_ CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN A T THE END OF EACH WORK DAY. Q 75 PHASING PLAN -PHASE 3 1 �" I - / 1 1't7 File Nome: T9K110-RECON WHI TE t N Dro wn: N. GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: Apr. 11, 09 Checked By.' � I GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009- PHASING PLAN 9 OF 11 0 1 2 3 J Q w m 0 0 Q z m 0 w 0 J n Ln O z J W z O U w Ir I O V O 3 z J W I— z 0 U w ry 0 V rn / c� z ry w w z z w I J / .. yir O LL_ 0 0 h — 24+00 25+00 2T00 TE -LANA - - - - - - - - - - - - - - - kAJ LAJ�E CD NA� LILY DR + U---� - - - - - - - - - - Is Q�pFESS pEANCO AV REG/S TERELR--- I N EG/ EER C 46803 * Exp. 6-30-09 CITY OF BAKERSFIELD �P 7501 TRUXTUN AVENUE qTF CIVIL �F CA��F BAKERSFIELD, CA 93301 REVISIONS No. OA TE DESCRIP TION SCALE: 1 "= 60' 2 / / 3 / / O O - - - - - - SHELBY LOOP I LOUISVILLE DR O T XICAILI DR ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i■■■■iii■■■iii■■■C.■■■■CI■■■■■■''J■■■!!■■■■■!■■■■■■■■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■.....��.------------------------------__ -------���r�wr�w...■■.■■■■■■71�!*■■����■■■■■■■I*�A■■■��■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■i■'l■■■iii■■■C.■■■■C=■■■■-'i■■■!_�J■■■!_■■■I■L■■■■■■I•■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■_■■■■■■■■■■■ ■ � ■�■:'JR.�!!!!■■M■■■■■�!�_■A■■■fiiMir/in . , ,---------- -• •---------�1■■■■■!!■!*■■��■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■�■■■■■■■■■■■■■■■■■■■■■r■■■■■�i■■■■iii■■■isi■■■C.■■■■C■■■■!-J■■■!_■■■■!�_■■■■■■■ 1 11111]111 JIM I— — — Q U - Q PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 5 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. PHASING PLAN -PHASE 4 1 /-/7/ File Name: T9K110-RECON WHITE L N Drawn: N. GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE sHEE r Ivo. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: Apr. 11, 09 Checked 9y.' GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009 PHASING PLAN 10 OF 71 0 1 2 3 TRAFFIC CONTROL PHASING NOTES 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCD" Q2 CONTRACTOR SHALL AL TERNATE THE CLOSURE OF THESE DRIVEWAY ENTRANCES DURING THE CON TRUCTION OF EACH RESPECTIVE PHA SE. �3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. �5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. PHASING PLAN -PHASE 4 1 /-/7/ File Name: T9K110-RECON WHITE L N Drawn: N. GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE sHEE r Ivo. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: Apr. 11, 09 Checked 9y.' GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009 PHASING PLAN 10 OF 71 0 1 2 3 J Q w ry CD Q z 5z m Q w I— F- O J n d - Lo O Z J w I Z O U w ry I O V 3 z J w Z O U cr w I O CD z ry w w z z w I J / R